Specific Water Well Detail | ||
Location Info | |||
Owner: Pine Ridge, Inc | Status: Constructed | ||
Location: T2S, R15E, Sec. 3, NE SW SW NW | County: Brown | ||
Directions: from Bittersweet Rd and 280th Rd, 1.11 mi E and 0.41 mi S | |||
Latitude: 39.908053 | Longitude: -95.7298033 | Datum NAD 27 | |
Latitude: 39.908054 | Longitude: -95.730072 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.908054 | GPS Longitude: -95.730072 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 98 ft. | Elevation: 1188 ft. | |
Static Water Level: 9 ft. | Est. Yield: 100 gpm. | |
Comp. Date: 04-Nov-2014 | Well Use: Test Hole, Cased | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Associated Drilling, Inc. | License #: 760 |
Scanned Form | |
View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. |
Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
Ground water encountered: 47 ft. | ||
Bore hole diameter: 10 inches to 98 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 98 ft | |
Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 37 ft to 58 ft | |
Gravel pack intervals | From: 22 ft to 98 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 22 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 17 ft. | clay | |
From: 17 ft. to 32 ft. | shale, light gray and red | |
From: 32 ft. to 36 ft. | limestone, water | |
From: 36 ft. to 47 ft. | shale, dark brown | |
From: 47 ft. to 48 ft. | limestone | |
From: 48 ft. to 96 ft. | shale, light gray | |
From: 96 ft. to 98 ft. | gypsum |